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Laboratory test study on moisture migration and structural damage evolution of frozen unsaturated red clay

水分 含水量 材料科学 冻胀 岩土工程 霜冻(温度) 多孔性 土壤科学 复合材料 环境科学 地质学
作者
Bo Liu,Lulu He,Congcong Li,Yanhui Han,Tao Li,G. Wang,Ting Li,Dongyang Li
出处
期刊:International Journal of Pavement Engineering [Taylor & Francis]
卷期号:24 (2) 被引量:3
标识
DOI:10.1080/10298436.2023.2277816
摘要

ABSTRACTHeat transfer, moisture migration and water-ice phase change during the soil freezing process are important factors contributing to frost heave damage in geotechnical engineering. Firstly, the temperature variation characteristics of the samples were obtained using a temperature detection switch (TDS) acquisition system. Secondly, the NMR signal amplitude of the samples after one-dimensional unidirectional freezing under different initial conditions was measured using the GR-HSE sequence. Finally, the evolution of pore development and crack propagation in the samples before and after freezing was characterised using CT scanning technology. The results showed that there was no significant difference in temperature gradient between different regions of the samples, and the freezing depth increased with decreasing temperature. The redistribution characteristics of moisture in the samples after freezing were obtained through its correspondence with moisture content, which confirmed the phenomenon of moisture migration in frozen soil. The porosity of the samples significantly increased after freezing, and the damage in the laminar structure zone was more severe than that in the fibrous structure zone. There were significant differences in the quantity and volume contribution of pores at different particle sizes, and the proportion of pores with higher coordination number increased, promoting the degree of frost heave damage.KEYWORDS: Unsaturated red clayNMR technologyCT scanningmoisture migrationstructural damage Disclosure statementNo potential conflict of interest was reported by the author(s).Additional informationFundingThis study is supported by the National Natural Science Foundation of China [Grant No. 42172319, 41771083] and the Research Project of State-owned Assets Supervision and Administration Commission of Peoples Government of Beijing Municipality and the National Key Research and Development Program of the 13th Five-Year Plan of China [Grant No. 2016YFC080250504]. The authors sincerely express gratitude to the editors and reviewers for their suggestive advice on improving the manuscript.
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